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MON <br /> Ibis. Darlene Reuss <br /> August 15, 1990 <br /> Page 2 <br /> Hydrocarbons as gasoline (TPH-G), ND to 12,000 ppm for TPH as diesel (TPH-D), and <br /> ND to 380,000 parts per billion (ppb) for Benzene, Toluene, Ethylbenzene, and total <br /> Xylenes(BTEX). The highest hydrocarbon concentrations were found in soil samples from <br /> borings B9, 1310, and fill from depths of 20 to 30 feet. <br /> Ground water was not found in any of the borings. Regional hydrologic information <br /> indicates that first ground water may be expected at a depth of approximately 75 feet. The <br /> predominant soil type found in the borings from approximately 5 to 50 feet was a fairly <br /> homogeneous, moderately loose silt to clayey silt. <br /> The objectives of this investigation are to determine if hy <br /> water. drocarbons have vertically <br /> migrated to the ground water and, if so, to assess the extent of hydrocarbons in the ground <br /> WORK PLAN <br /> To accomplish the above objectives, ESE presents the following work plan: <br /> 'ASK 1 Drill and Sample Two 4-inch Diameter Ground-Water Monitoring Wells. The <br /> proposed Iocatioms of the two ground-water monitoring wells(DTI and DT2) <br /> CLt, are shown on Figure 2. Based upon regional hydrologic information, wells <br /> � ¢-� DTI and DT2 should be approximately upgradient and downr <br /> respectively, of the soil containing hydrocarbons. The weIIs will be drilled <br /> with a hollow-stem auger to 10 feet below the first ground water found; total <br /> depth of the wells is expected to be approximately 85 feet. <br /> Soil samples will be obtained while drilling with a split-spoon sampler at 10- <br /> foot intervals and significant lithology changes. The samples will be logged <br /> and described by an ESE geologist. Hydrocarbons are not expected to be <br /> found in the soil, however the samples will be screened with an Organic <br /> l,Qr, Q L <br /> Vapor <br /> Analyzer (OVA). If soil samples have an OVA reading greater than <br /> ppr , the sample from the deepest part of the unsaturated zone, and the <br /> sample with the highest reading,will be sent to a laboratory to be analyzed <br /> for TPH-G, TPH-D, and BTEX. <br /> The wells will be screened with 4-inch diameter, 0.02 inch slotted polyvinyl <br /> chloride (PVC) pipe from total depth to approximately 10 feet above the <br /> saturated zone. Blank PVC pipe will extend to the surface. The wells will <br /> be sand-packed from total depth to 5 feet above the slotted section, I foot <br /> of bentonite pellets will be added and bentonite hole plug will be used to seal <br /> the annulus to 10 feet from the surface. Neat cement will seal the final 10 <br /> feet to a watertight traffic box at the surface. <br /> At least 24 hours after construction,water level measurements_will be made,--------- <br /> _..-,-the well elevations will be surveyed to a common datum, and the wells will --- - --- --- - - <br />